HomeMy WebLinkAbout1997-008842 - new residence PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66 .;1 T )TNG
fX
Crystal Bay, Minnesota 55323 Permit Number: ;{ �:���
(612) 473-7357 Date Issued: -. ;--, ;,_,-
SITE ADDRESS:
JG
T . i'f. (
DESCRIPTION:
lui !!Jiing Permit. Type '-:til_ !-Arlii_•Y"-NEW
_-
Tvpc, VN
REMARKS:
:rr_F''e"i='A i- F-'=.=°1' T:_ z7v J T F-,E1 i 3.tR P1--E,t_ �. EEC:!�-i',; k_ 't i�: , F- T ! 3 T t :i{s?T 3,t1
FEE SUMMARY:
CONTRACTOR: -" ."=_ i _ . ►}• — -I i .. j_i{ . OWNER:
-MV-4 . .'211'i`= i sit_ { =:t.'_ -'_ {Ji f s _ _ . ;_{�''=i '1 ij_"_,
THE �NDERS I GED HE ES`�„<t�E��t�E'��i S S RM I'=�� = � � T� b� €�1 Pl; U�EI��3 Ts.
`E�::I E ED AND `AGR;M E`S ,TO DO L L V DRQ* I N dod COMPL I> NU WITH ALL �`
'M�!t �RD I At�3 AICD NATE F �E 'I" DING: COD .FREi�IJ I'RE E T J
APPLICANT'PE EE SIGNATUFY J0 ISSUED BY:SIGNATURE - 1-4
Total Fee: $ Date Received: 3 - >,3-9 7
Entered B Permit#:
Y
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
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THE APPLICANT IS: (circle one) WNER R CONTRACTOR
JOB SITE ADDRESS: xy_gg -rhvy tau&N8a = Lrw&_ ZIP:
NAME OF OWNER: f4"wss, =,y c. PHONE: (home)
(work) 7Sv-5-?sy
MAILING ADDRESS: 1_g-g1- 9'!0 4o,&, P.O- CITY:
CONTRACTOR: ,LcGrc4%o gwr•+aa, 7;,,c.- PHONE: Tgy-.r%a-&
CONTACT PERSON:B,LL VC 0;P" _ MOBILE/PAGER: Gy8 9,xyp
MAILING ADDRESS:I-gr21- 901 4#.& o.*.. CITY: ZIP: ,0-V
STATE LICENSE: #oo 13,Y7
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New _X Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detail):
Z7t/t/ �+�' fm�► �f�.
STORIES: SQ.FEET OF EACH FLOOR: zrvv
NO. OF BEDROOMS: ,,r GARAGE STALLS: ATT. DET. 9�a
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ &gsrw Ogg"
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start without a
permit; and that the work will be in accordance with the approved plan.
APPLICANT'S SIGNATURE ,C DATE: 3-13- 97'
NOTE! Parade of Homes events require separate permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
9
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall
be informed of: (a)the purpose and intended use of the requested data within the collecting§tate agency,political subdivision,or statewide system;
(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5, to a law enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject
of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject
of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content
and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for
six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created.
The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible, with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
V
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private
data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.
The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data, including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data
in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd.2, "Rights of subjects of data", we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to process
the permit or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6. Your full name is required to process this application or permit.
's'otia tip�L�s /�'l��sc•J
First Middle Last
I/ srR+ucr-
Address
0141 No O 0 CiTy
Citys � State Zip Phone
I understand my rights as stated above.
Si ture
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: zs Z S T1A o u V our0tt j 39 ao
PID:
DESCRIPTION OF WORK:
ZONING REVIEW BY: P,10 DATE APPROVED:
BUILDING REVIEW BY: DATE APPROVED:
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ✓ No
PLAN REVIEW Yes No SEWER CONNECTION
STATE SURCHARGE Yes No WATERCONNECTION
INVESTIGATION-FEE Yes Noy PARK FEE
SAC Yes No r/ SITEINSPECTION
Number of SAC Units OTHER (specify)
------------------------------------------------------------------------------------------------------------------------
ZONING CHECK LIST Zoning District: (Z(L-1(3
Fire Department: (Mcks, Post Office: LA rx,C LgAgx School District: CyIbAJO
Lot Area: Sq.ft. 17°I Acres '2 - Width ZZ 5.31 A VC' Depth 386.012
Survey Submitted: Yes_ No Date of Survey: 3-(O--7c/
Proposed Setbacks:
Front (htltej: 49 S,(97 Right Side: 3 4f-S`(
Rear (Sheet): —2-S70, } Left Side: 79� f
Adjacent Structures: N t(l Wetland: /t!(lo
Building Height: Def. Hgt. Peak Hgt. 3G
Lot Coverage: Al(4
Grading: Staff Approval Date: 3 'ZY-`7) By: U Council Approval Date:
Septic: Staff Approval Date: ,�p�-'� By: ��
Zoning File: # Resolution: # Resolution Date:
Shoreland District:
Avg. Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS (in house):
26
BUILDING REVIEW CHECK LIST
UBC: R-3 CONSTRUCTION TYPE:
Sq Footage $ Per Sq Ftg
Basement x -
1st Floor x =
2nd Floor x =
Garage x =
x =
TOTAL
Estimated Construction Value: $_ 6S6 OOflw
Inspections Required: `York Requiring Separate Permits:
Site I .y Plumbing Fire
Hardcover Removal V- Mechanical Water Connection
V- Footing D` Septic Sewer Connection
k Framing Oc Fireplace K Lawn Irrigation
A Insulation p< (Masonry) Other
0'- Wall Board X (Mfg.) A Well (State Permit)
f- Final Grading/Filling —X Electrical (State Permit)
Other
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REMARKS (IN HOUSE):
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REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
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REMARKS(TO BE NOTED ON PERMIT):
27
111AR 26 '97 15:47 FF' F I RSTHR SHELARD 612 541 7225 TO :1730510 P.02/02
Y Firstar Bank of Minnesota, N,A_
LETTER OF CREDIT
F iR.ST-n R Letter of Credit No. 0007889-5299
U. S.Amount; $15,000.00
Gregory Gappa, Public Service Director Date: March 27, 1997
City of Orono Expiration Date: �Veptemher 27, 1997
2750 Kelley Parkway
Orono, MN 55356
To Whom It May Concern:
By order and for the account of our customer, Orono Limited Partnership, whose address is: 7808 Creekridge
Circle, Suite 310, Minneapolis, MN 554.39, we hereby establish in favor of City of Orono this Irrevocable
Standby Letter of Credit No. 0007889-5299, for an amount up to, but not exceeding the sum of Fifteen
Thousand acrd.Noll0 J ($15,000-00) effective immediately and expiring at the offices of our bank at closing on
the bank business day of September 27, 1997.
Funds under this credit and available by your draft(s) at sight drawn on us mentioning thereon this Letter of
Credit No_ 0007889-5299. Each such draft drawn must be accornpanied by:
Beneficiary's signed statement by a purported officer of city of Orono certifying that City of Orono was
not paid under invoice payment terms and remains unpaid at the time of drawing. Beneficiary is to also
provide copies of unpaid invoices.
Partial drawings are permissible. The Credit will be automatically reduced by the amount of any partial
drawings.
This Irrevocable Letter of Credit is not transferable.
Except so far as otherwise expressly stated herein, this credit is subject to the Uniform Customs and Practice for
Documentary Credits (1983 Revision) International. Chamber of Commerce Publication No. 400.
We hereby agree with the drawers, endorsers and bona fide holders that the drafts under and in accordance with
the terms of this credit shall be duly honored upon presentation to the Firstar Bank of Minnesota, N.A,, Small
Business Division, 2401 Lowry Avenue N.E., St. Anthony, MN 55418 if negotiated on or before 3:00 p.m.
Central Standard Time on September 27, 1997.
If we receive such draf=t(s) together with accompanying documents on or before the expiration date hereof, we
will promptly honor such draft(s). If we are not open for business on the expiration date of this Letter of
Credit, your drafts accompanied by conforming doctunents will be honored if presented at any time within three
(3)full banking days after the time when our office is reopened for business.
Firstar Bank of Minnesota, N.A.
By: c .
e. James C. Isaacson, Vice President
:: : TOTAL PAGE.02
it
MAR 26 '97 15:47 FR F I RSTHR 3HELHRD 612 541 7225 TO 473,0510 P.01/02
Firstar Bank of Minnesota,N.A.
I
I
From: James C. Isaacson Firstar Bank of Minnesota, N.A.
Questions? Call 932-0588 8800 Hwy 7
Fax 935-1101 St. Louis Park, MN 55426
To: Gregory Gappa
Company: City of Orono 473-0510, 473-7357
Address: 2750 Kelley Parkway Orono, MN 55356 I
Date: March 26, 1997
Time: 1:30 PM Pages: 2 (including this one)
Message:
Mr. Gappa:
I am faxing to you the requested Letter of Credit No. 0007889-5299 for our customer,
Orono Limited Partnership, in the amount of$15,000. Please call me at 932-6588 with
any questions. The original Letter of Credit will be mailed or delivered to you today_
James C. Isaacson
COMM . NO ,
DFP Planning & Design , Inc .
4797 HWY 10 NE
Arden Hills , MN 55112
612-636-6889
Minnesota State Energy Code Calculations
Based on Chapter 5 of they Model Energy Code
1992 Edition -- Adopted 1/1/95
Owner : BAKKEN RESIDENCE COMM . NO 960315
Site Address :
Contractor : LEGRAN HOMES INC . Phone :
Bldg . Class : Al Al for Single Family/Duplex
A2 , residential < 3 stories
Over 3 stories
Other
GENERAL INFORMATION
Note : The section designations ( "Section A" , "Section B" etc . ) are for
convenience in calculations only , and are not related from one set of
calculations below to the next .
1 . Bldg . Walls perimeter- x Wall heights , = Area,
ground to eave
Section A : 57 18 .32 - 1044 .24
Section B : 106 20 .37 - 2159 .22
Section C 36 21 . 12 - 760 .32
Section D : 38 24 .95 - 948 . 1
Gross Wall Area = 4911 .88
2 . Building dimensions Floor or
Ceiling
Length x Width Ares-.
Section A : 40 50 = 2000
Section B : 20 30 = 600
Section C : 12 12 = 144
Section D 0 0 = 0
Total floor or ceiling area - 2744
3 . Rim Joist Perimeter = 237
Floor Moist 2 by ( 8" , 10 " , 12 " or 16" ) ) : 18
Rim Joist Area - 355 .5
4 . Doors
Area : 71 .6 Thickness ( inches ) : 0
Perimeter ( feet ) : 0
Type of construction :
5 . Total door 's perimeter = 0
6 . Windows
Manufacturer : ANDERSEN U factor : 0 . 32
State approved : YES
Type Height x Length x Number = Total
( inches ) ( Inches ) of glass SgFt
units
CASEMENTS 36 24 13 78
CASEMENTS 60 24 12 120
CASEMENTS 48 24 8 64
CASEMENTS 54 2el 11 99
CASEMENTS 60 16 4 26 .67
CASEMENTS 60 0 2 25
FIXED 192 60 1 80
FIXED 54 42 2 31 .5
FIXED S4 36 2 27
TRANSOMS 12 42 2 7
TRANSOMS 12 24 12 24
ARCHTOP 54 54 1 20 .25
ARCHTOP 20 66 1 9 . 166666
7 . Window glass area ( SgFt ) = 611 .5866
Type Height x Length x Number Total
( feet ) ( feef ) units SgFt
8 . Patio Door : 0 u 0 0
9 . Atrium : 6 .85 3 2 41 . 1
10 . Fireplace area
Width : 0 Height : 0
Total Sq Ft = 0
11 . Exposed Foundation
Height area A: 0 .72 Perimeter area A: 241
Sq Ft area A = 173 .52
Exposed Foundation
Height area B : 0 Perimeter area B: 0
5q Ft area B 0
12 . SgFt U factor U x A
Gross wall area 4911 .88
minus
Window area 611 . 58666667 0 . 32 195 .71
Patio door area 0 0 0
Atrium area 41 . 1 0 .44 18 .08
Rim joist area 355 .5 0 .041 14 .58
Door area 71 .6 0 . 14 10 .02
Fireplace area 0 0 0
Exposed Found . 173 .52 0 .076 13 . 19
Framing area 491 . 188 0 .095 46 .66
equals
Totals for net wall : 3167 .3853333 0 .043 136 .2
Totals for gross wall area : 434 .44
* Framing area is 10% of gross wall area
13 . Gross wall area x factor below = U x A per code
Factor is . 11 for A-1 single family & dupLex
.23 for A--2 and other residential
.23 for other buildings
.28 for over 3 stories
Factor is : 0 . 11
BTUH - 540 .3068 MUST BE > OR _ 434 .44
( calculated above )
14 . Gross ceiling area = 2744
15 . Ceiling framing area ( 100 of ceiling area ) == 274 .4
16 . Joist Area ( 10% of ceiling area ) = 274 .4
17 . Net ceiling area ( Gross ceil . area - Joist .area ) = 2469 .6
18 . U ceiling : 0 .021 x Net ceil . area = 51 .8616
19 . U framing= 0 .024 x Joist area = 6 .5856
20 . Total of item 18 x item 19 = S8 .4472
21 . Gross ceiling area x factor below = U x A per code
Factor- is .026 for A-1 single family & duplex
.033 for A-2 and other residential
.06 for other buildings
Factor- is : 0 .02
BTUH 71 .344 MUST BE > OR 58 .4472
( calculated above )
K VALUL U VALDE
f l Imide air fiL(n .68
WALL Interior wall
SECTION -'� I InSUIAclon (Wall ) U . R
Sheathing
Skiing 6,
l Outalde air flim .17
R TOTAL 2 3,p
1 Inside air film ,68
STU) I . Interior wall i
SECTION
scud R= (p,SO (Framing) U 1
1 Sheathing
Siding
Outside air flln . 17
R TOTAL ID, �
Inside air film R= .68
2ND WALL Interior wall
SECTION Insulation (Wall ) U t
Sheath ing '— R
IExterior wall covering
t
Exterior •!r film R - .l 7
R TOTAL
RIM
Interior air film R= .68
1 �
Insulation
JOIST inch soft wuud R=1 .88 (Rim 1
U = R
Joist)
Sheath Lng �,��
Exterior wall covering ,6-7 1
_ — Exterior air film R- 17
R TOTAL _ 'z
Interior sir film R' .68
Inaulatlon
Foundation 1
` Exterior air film R- . 1 7 O-7&
C R TOTAL 13.13
`\
I
i
CEILING WMA YENT'EO A1TIC SPACE AROYL
R VALUE R VALUg
FRAMING CEILING
0.61 Air- Film 0.61
36_00 Insulation 44_00
4_38 Joist
S _56 Ceiling _56
0.61 Air Film 0.61
41_55 Zbtal R 45.78
_024 U = R _021
CATUEMAL CEILING
R VALUE R VALUE
CEILING
_ - 0.61 Inside air film 0.61
.56 Ceiling .56
14.375 Joist(Spacer) --
Insulation 33.85
Aic Space .50
.67 Roof decking .67
.06 Felt .06
.44 Shingle .44
0.17 Outside air film 0.17
16_88 Tbtal R 36-86
Window infiltration _5 lin -O5� R U .027
cfia/ eal foot.of.cracl�:�,.;:•_�;:. .
Residential door.infiltcaCion O:S. ct / t door;;and_ _requi
_.?^;�:�,�, f �ta1f11II71I��axJCIG! re2. •r•.
Non-iesidential.dooms it F;iirxati«i cr
. t • -• .. of s`iry��C . -- y ',,
Ob 12' concrete block no insulation = .781 R 1-28
double glass = .52
tciple_gla
All eztecio "valis arx9• r� -'� ".T7.
ceiling mus �ave ya„vapor�bareriet..(O_10j perm.max.
vapor barrier must be'dci''tie inside (tieted ei'c3e'):=o
' f crap _
Vapor bariers of the polyethelene -thin fiLn have no R value_
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING b DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM A
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
Application................ Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL Defl TL DE?. Member Top Slope(in/ft)... 0.000
Load Duration Factor....... i.25 Span 1 L/360 L12.0 Roof Siope(in/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking............. . . N/A
Dead load(psf)............. 115.0 Repetitive Member Use....... NIL
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs....... . N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 12'- 0.00' 160 60 Add
1.75' x 9.5' Microllam(TM) ES LVL 2.0E
12'- 0.00'
------------------------------------------ S I Z E A N A L Y S I S - A S D -----------------------------------------
This an: ysis for TJM products only! Substitution voids this analysis.
IMPORT NT! The analysis presented below is output from software deve,c:ed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Maximum Design Allowable Control
Shear(lb) 1678 1456 ( 3948 271% LT. end Span i under Roof loading
Moment(ft-lb) 5033 5033 ( 8279 165% MID Span 1 und_r Roof loading
Live Defl.(in) 0.398 ( 0.400 L/362 MID Span 1 under Roof loading
Total Defl.(in) 0.557 ( . 0.600 L/259 MID Span 1 under P.00f loading
Span 1
Max. Reaction Total(lb) 1678 1678
Live(lb) 1200 1200
Required Brg. Length(in) 1.60(W) 1.60(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM. are trademarks of Trus. Joist MacMillan.
11-14-1996 -
TJ Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING E DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM B
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
-----------
Application................ Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft)... 0.000
Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking................ N/A
Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 2'- 9.00' 180 68 Add
2 Unif(plf) Roof 1.25 2'- 9.00' 10'- 0.00' 880 330 Add
3 Conc(lbs) Roof 1.25 2'- 9.00' 0 3630 Add
2 Pcs of 1.75' z 11.25' Microllam(TM) ES LVL 2.0E
101- 0.00' "
------------------------------------------ S I Z E A N A L Y S I S - A S D -----------------------------------------
This analysis for TJM products only! Substitution voids this analysis.
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 7014 6435 ( 9352 145% LT. end Span 1 under Roof loading
Moment(ft-lb) 19279 19279 ( 22693 118% MID Span 1 under Roof loading
Live Defl.(in) 0.246 ( 0.333 L%487 MID Span 1 under Roof loading
Total Defl.(in) 0.474 ! 0.500 L/253 MID Span 1 under Roof loading
Span 1
Max. Reaction Total(lb) 6729 7014
Live(lb) 2940 4335
Required Brg. Length(in) 3.20(W) 3.34(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING 3 DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM C
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Applicatior................ Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL Deft TL Deft Member Top Slope(in/ft)... 0.000
Load Duration Factor..,.... 1.25 Span 1 L/360 L/240 ,Roof Slope(in/ft)......... 0.000
Live Load(Psf)............. 40.0 Floor Decking............... N/A
Dead Load(psf)............. 15.0 RepetitivE Member Use....... NIA
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 4'- 6.00' 180 68 Add
2 Unif(plf) Roof 1.25 4'- 6.00' 6'- 0.00' 880 330 Add
3 Conc(lbs) Roof 1.25 4'- 6.00' 0 3630 Add
2 Pcs of 1.15' x 7.25' Microllam(TM) ES LVL 2.0E
6'- 0.00'
------------------------------------------ S I Z E A N A L Y S I S - A D -----------------------------------------
This ana'rsis for TJM products only! Substitution voids this analysis.
IMPORTANT! The analysis presented below is output rom software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 4915 3124 ( 4339 1?9; RT. end Span 1 under Dead load
Moment(ft-io) 5942 4609 ( 7203 1`.b: MID Span 1 under Dead load
Live Defl.(in) 0.1048 ( 0.200 L% 99+ MID Span 1 under Hoof loading
Total Defl.;in) 0.170 ( 0.300 Ll424 MID Span 1 under Roof loading
Span 1
Max. Reaction Total(lb) 2018 4915
Live(lb) 791 1579
Required Brg. Length(in) 1.50(W) 2.34(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 1 of i
v4.42 215003073 1111 TJBEAMC
DFP PLANNING E DESIGN
4797 HWY, 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM 0
--------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
ApPlication................ Roof Deflection Criteria (MR) Member Use.............. .. . SEAM
Loa' Classification........ Roof LL Oefl TL O�fl Member Top Slope(in/ft).. . ..000
Load Duration Factor....... 1.25 Sran 1, L/360 Roof S!ope(in/ft)......... u.000
Live Load(psf)........... . . 40.0 Floor Decking............ . . N/A
Dead Load(psf)............. 15.0 Repetitive Member Use..... . N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs....... N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 4'- 6.00' 740 278 Add
2 Unif(plf) Roof 1.25 4'- 6.00' 7'- 6.00' 820 308 Add
3 Conc(plf) Roof 1.25 4'- 6.00' 0 5000 Add
2 Pcs of 1.75' z 9.5' Microllam(TM) ES LVL 2.0E
1'- 6.00'
------------------------------------------ S I E A N A L Y S I S A S D ----------------------------------- -----
This analysis for TJM products only! Substitution voids this analyst_.
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear( lb) 7322 6378 ( 7897 124% RT. end Span 1 under Roof loading
Moment(ft-lb) 16602 16602 > 16558 100% MID Span 1 under Roof loading
Live 0ef1.(in) 0.135 ( 0.250 L/669 MID Span 1 under Roof loading
Total Defl.(in) 0.357 ( 0.375 L/252 MID Span 1 under Roof loading
Span 1
Max. Reaction Total(lb) 6124 7322
Live(lb) 2973 3117
Required Brg. Length(in) 2.92(W) 3.49(W)
Max. Unbraced Length(in) 0
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
MicTollam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING 3 DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM E
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960,315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application................ Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL Defl TL Defl Member Top Slopeiin/ft)... 0.000
Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in;'ft ......... 0.000
Live Load(psf)............. 40.0 Floor Deckin .. . . ........... N/A
Dead Load(psf)............. 15.0 Repetitive member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 3'- 0.00' 120 45 Add
2 Unif(plf) Roof 1.25 3'- 0.00' 7'- 6.00' 820 308 Add
3 Conc(lbs) Roof 1.25 3'- 0.00' 0 7900 Add
2 Pcs of 1.75' z 11.25' Microllam(TM) ES LVL 2.0E
7'- 5.00' "
------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------- -----------------
This
-----------------
This analysis for TJM products only Substitution voids this analysis.
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan( I ). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 7059 5294 6733 127% LT. end Span 1 under Dead load
Moment(ft-!b) 19679 15764 ( 16339 104% MID Span 1 under Dead lead
Live Defl.(in) 0.066 0.250 L/999+ MID Span 1 under Roof loading
Total Defl.(in) 0.264 t 0.375 L/341 MID Span 1 under Roof loading
Span 1
Max. Reaction Total(lb) 6906 7059
Live(lb) 1545 2805
Required Brg. Length(in) 3.29(W) 3.36(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
I
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
OFP PLANNING 3 DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM F
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
-- - --------------
Application................ Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL Def! TL Defl Member Top Slope(in/ft)... 0.000
Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking....... ....... N/A
Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Roof 1.25 0'- 0.00' 14'- 0.00' 120 225 Add
2 Pcs of 1.75' z 11.25' Microllam(TM) ES LVL 2.0E
14'- 0.00'
------------------------------------------ S I 2 E A N A L Y S I S - A S D ----------------------------
This analysis for TIM products only! Substitution voids this ar:alrsis.
IMPORTANT! The analysis presented below is output from sof'.-ire developed by Trus joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 2876 2491 ( 9352 375: RT. end Span 1 under Roof loading
Moment(ft-lb) 10066 10,066 ( 22693 225% MID Span 1 under Roof loading
Live Defl.(in) 0.178 ( 0.467 L/944 MID Span 1 under Roof loadin
Total Defl.(in) 0.457 ( 0.100 L/368 MID Span 1 under Roof loading
Span i
Max. Reaction Total(!") 2876 2816
Live(lb) 1120 1120
Required Brg. Length(in) 1.50(W) 1.50(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
I
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING S DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM G
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application........ .... .... Roof Deflection Criteria (MR) Member Use................. BEAM
Load Classification........ Roof LL De`l TL Defl Member Top Slopeh n/ft)... 0.000
Load Duration Factor....... 1.25 Span 1 L/360.. L/240 Roof Slope(in/ft;. . ....... 0.000
Live Load(psf)..... ........ 40.0 Floor Decking..... ...... .... N/A
Dead Load(psf)..... ........ 15.0 Repetitive Member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A.
LOAD: Class LDF Begin End Live Load Dead Load :omment
1 Unif(plf) Roof 1.25 01- 0.00' 101- 6.00' 80 30 Add
1.75' z 7.25' Microllam(TM) ES LVL 2.0E
101- 6.00' "
------------------------------------------ S I Z E A N A L Y S I S - A S D -----------------------------------------
This analysis for TJM products only, Substitution voids this analysis.
IMPORTANT! The analysis presented blow is output from software developed by Trus Joist MacMillan(TJM`. TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM produ:t design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Maximum Design Allowable Control
Shear(lb) 885 783 ( 3013 385% '-T. end Span 1 under Roof loading
Moment(ft-lb) 2322 2322 l 5002 215% MID Span 1 under Roof loading
Live Defl.(in) 0.310 l 0.350 L/406 MID Span 1 under Roof loading
Total Oefl.(in) 0.436 ( 0.525 L/289 MID Span 1 under Roof loading
Span i
Max. Reaction Total(lb) 885 885
Live(lb) 630 630
Required Brg. Length(in) 1.50(W) 1.50(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(1M) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 1 of 1
v4.42 215003073 1111 TJBEAMC
DFP PLANNING & DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM H
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASO) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application................ Roof Deflection Criteria (MR) Member Use..... ............ BEAM
Load Classification........ Roof LL Defl TL Defl Member Top Slope(in/ft)... 0.000
Load Duration Factor....... 1.25 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking.. .. ........... N/A.
Dead Load(psf)............. 15.0 Repetitive Member Use....... NIA
Tributary Width('-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
I Unif(plf) Roof 1.25 01- 0.00' p'- 9.00' 40 15 Add
2 Unif(plf) Roof 1.25 8'- 9.00' 13'- 0.00' 80 30 Add
3 Conc(lbs) Roof 1.25 8'- 9.00' 0 885 Add
1.75' x 9.25' Microllam(TM) ES LVL 2.0E
13'- 0.00'
------------------------------------------ S I Z E ANALYSIS - A S " ------------------------ ----------------
This analysis for TJM products only' Substitution voids t`iis analysis.
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or Bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Design assumes adequate continuous lateral support of the compression edge.
Maximum Design Allowable Control
Shear(lb) 1535 1405 3845 2741 P.T. end Span 1 under Roof loading
Moment(ft-lb) 4994 4994 ( 7878 1581 MID Span l. under Roof loading
Live Defl.(in) 0.263 ( 0.433 L/594 MID Span 1 under Roof loading
Total Defl.(in) 0.645 ( 0.650 L/242 MID Span 1 under Roof loading
Sp6n 1
Max. Reaction Total(lb) 1072 1535
Live(lb) 548 662
Required Brg. Length(in) 1.50(W) 1.50(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM)( ) Page 1 of i
v4.42 215003073 1111 TJBEAMC
DFP PLANNING & DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM J
---------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASO) UBC building code for TJM products available through Distribution
-----------------
Application........ Floor - Res. Deflection Criteria (MR) Member Use................. BEAM
Load Classification....... Floor LL Def. ;L Defl Member Top Slope(in/ft)... 0.000
Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft).....
.... 0.000
Live Load(psf)............. 40.0 Floor Decking............... N/A
Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Floor 1.00 0'- 0.00' 2'- 0.00' 160 60 Add
2 Unif(plf) Floor 1.00 2'- 0.00' 10'- 6.00' 80 30 Add
3 Unif(plf) Floor 1.00 10'- 6.00' 18'- 0.00' 280 105 Add
4 Conc(lbs) Floor 1.00 2'- 0.00' 0 4554 Add
5 Conc(lbs) Floor 1.00 10'- 6.00' 0 1535 Add
2 Pcs of 1.75' x 14' Microllam(TM) ES LVL 2.0E
------------------------------------------ S - - E A N A L 'r S . . - A S D -----------------------------------------
This analysis for TJM products only! Substitution voids this analysis.
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 6932 6595 ( 9217 140% LT. end Span 1 under Floor loading
Moment(ft-lb) 22144 22144 ( 27291 123% MID Span 1 under Floor loading
Lave Defl.(in) 0.308 ( 0.600 L/101 MID Sean i under Floor 'loading
Total Defl.(in) 0.858 l 0.900 L/252 MID Span 1 under Floor loading
Span 1
Max. Reaction Total(lb) 6932 4653
Live(lb) 1544 2276
Required Brg. Length(in) 3.30(W) 2.22(W)
Max. Unbraced Length(in) 32
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 1 of 2
v4.42 215003073 1111 TJBEAMC
DFP PLANNING 8 DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM K
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) URC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application........ Floor - Res. Deflection Criteria (MR) Member Use................. BEAM
Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft).. . (.000
Lead Duration Factor.. ..... 1.00 ,Pan 1 L/360 L/240 Roof Slope(in/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking............... N/A
Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD; Class LDF Begin End Live Load Dead Load Comment
1 Unif(plf) Floor 1.00 0'- 0.00' 3'- 6.00' 1440 660 Add
2 Unif(plf) Floor 1.00 3'- 6.00' 8'- 6.00' 560 330 Add
3 Unif(plf) Floor 1.00 8'- 6.00' 101- 0.00' 1440 660 Add
4 Unif(plf) Floor 1.00 10'- 0.00' 12'- 0.00' 720 390 Add
5 Conc(lbs) Floor 1.00 3'- 6.00' 0 3500 Add
6 Conc(lbs) Floor 1.00 81- 6.00' 0 3500 Add
7 Conc(lbs) Floor 1.00 10'- 0.00' 0 3630 Add
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.
11-14-1996 TJ-Beam(TM) Page 2 of 2
v4.42 215003073 1111 TJBEAMC
DFP PLANNING & DESIGN
4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889
BEAM K
3 Pcs of 1.75' z 14' Microllam(TM) ES LVL 2.0E
12'- 0.00'
------------------------------------------ 5 I i E A N A L Y S I S - A S D ----------------------------------------
This analysis for TJM,products only: S-:tstitution voids this anal-
lysis.
IMPORTANT! The analysis presented bel w is output from software developed by Trus Joist MacMillan(TJM,. TJM warrants
the sizing of its products by this softwara will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 14737 13354 t 11626 104% RT. end Span 1 under Flea loading
Moment(ft-lb) ,9777 39771 ( J - 103% MIG Span 1 under Floor lc ding
Live Defl.(in) 0.198 t ;.400 L/729 MTG 5pao 1 under Floor leading
Total Defl.(in) 0.514 t 0.600 L/280 MTG Span 1 under Floor lc-ding
Span
Max. Reaction Total(lb) 13967 14737
Live(lb) 6560 5360
Required Brg. Length(in) 4.43(W) 4.68(W)
Max. Unbraced Length(in)
Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
Microllam(TM) and TJ-Beam(TM) are traderarks of Trus Joist MacMillan.
II-18-1996 T.T —B a m T Zt Page I of I
v4.42 215003064 1111 TJBEAMC
DFP PLANNING AND DESIGN
4797 BWY 10 HE ARDEN BILLS NN 55112 USA Phone: 636-6889
Btu N
--------------------------------------------------------- ------
- --------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project. Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJN products available through D;slribution
--------------------------------------------------------------------------------------------------------------------- --
Application. .. ..... Floor - Res. Deflection Criteria (MR) Member Us-................. BEAM
Load Classification....... Floor LL Deft TL Deft Member T(;p Slopeh n/ft)... 0.000
Load Duratic* r"actor....... 1.00 Span I 1./360 L/240 Roof Slope(;n/ft)......... 0.000
Live Load(psf)............. 40.0 Floor Decking............... NiA
Dead Load(psf:.. ........... 15.0 Repetitive Member Use....... N/A
Tributary Width('-').... I- 0.00 Reinforced Overhangs........ NIA
LOAD: Class LDF Begin End Live load Dead Load Comment
I Unif(plf) Floor 1.00 0'- 0.00' 20'- 0.00' 760 285 Add
4 Pcs of 1 . 75" x 18" MicrollamT" ES LVL 1 . 8E
M20'- 0.00' '
------------------------------------------ S I Z E A N A L Y S I S - A S 5 -----------------------------------------
This a.niilysis for T.JP1 procJucts onlyt Subst. il.ul. ion voi(Js [.his analysis .
IMPORTANT! The analysis presented below is output from software deveioped by Trus Joist Ma;;M limn( JM). TJN warrants
the sizing of its products by this software will be accomplished in accordance with TJN product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either th- top or bottom edges
or the member. Lateral bracing naeds to be properly attached and positioned to achieve stability.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(Ib) 11348 9646 ( 23317 242% I.T. end Span I under 'Floor loading
Moment(ft-Ib' 56740 56740 ( 77506 137% MID Span I under Flccr loading
Live Deft.h n) 0.511 ( 0.667 , Li470 MID Span I under Floor oading
Total Defl -h n) 0.725 ( 1.000 L/331 MID Span I under Fioor loading
-----------
Spani
Max. Reaction Total(lb) 11348 11348
Live(lb) 8000 8000
Required Brg. Lengthh n) 2.70(W) 2.70(W)
Max. Unbraced Lengthh n) 32
Copyright " 1635 by Trus Joist MacNitlan, a limited pa-lnership, Boise, Ida'...
MicrollamT' ,:,u ii-Beam" are trac,a;,rks of Trus Joist N: cWillan.
i1-18-1996T rs Pag f f
v4.4F'21 b0�6VI 1 I I YBNW
DF'P PLANNING AND DESIGN
4797 HWY 10 NE ARDEN HILLS, NN 55112 USA Phone: 636-6889
BEAM N
------------------------------------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project, Have: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
Application....... . Floor - Res. Deflection Criteria (MRI Member 1se.......... .... . . BEAM
Load Classification....... Floor LL Def! TL Defl Member Top � ope(.inlft;... 0.('.0,'
Load Dural on Factor....... I.00 Span 1 L1360 L/24;) Rco; S i o iiniItl......... i,.0(; i
Live Load(psf)............. 40.0 Floor c. ,bing.............. . NiA
Dead Load(psf)............. 15.6 Repetitive vember Use. ...... N/A
Tributary Width('-')._.. 1- 0.00 Reinforced Overhangs........ N!A
LOAD: Class LDF Begin End Live Load Dead Load Comment
I Unif(p!f) Floor 1.00 01- 0.00' 51- 6.00' 680 255 Add
2 Conc(lbs) Floor 1.00 31- 6.00` 0 4653 Add
2 Pcs of 1 . 75" x 9 . 25" Microlla.mr" ES LVL 1 . 8E
"-- 5'- 6.00'
i
------------------------------------------ S I 'l F. A N A ; Y S 1 S
This analysis for 'T'JM products onIy ! SUbst. iLution voids this analysis .
IMPORTANT! The analysis presented below is output From software developed by Trus Joist MacHilian(TJN). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJN product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been revie+ed by a TJM Associate.
The maximum unbraced lengths) shown are based on the controlling compressive forces or! either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stab1l1L..
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 5708 4938 ( 6151 !25% RT. end Spa, I o:cer Floor loadir-g
Homent(ft-Ib) 9418 9418 ( 11204 119% HID Span I under Floor loading
Live Defi.1 ;,) 0.046 ( 0.183 L11999+ MID Suan I under Floor loading
Total Defl. in) 0.144 ( 0.275 L/458 MID Span I under Floor loading
'---_-Span I Y
Max. Reaction Total(lb) 4439 5708
Live(lb) 1980 1980
Required Brg, Length(in) 2.11(W) 2.72(W)
Max. Unbraced Length(in) 32
II-18-1996 T.J — l 3E-_Ia m T ri Page I of I
v4.42 215003064 1111 TJBEAMC
F I N E:S J
Copyriggh' "' 1995 by Trus Jois, ac tbI I . 'f� ho 36-6889
Hicrolla :'' and TJ Bea are '.:' fa�MRs� fN ru� s, Ak 1 �ad 11
i
i
11-18-1996 �'iJ - RR T M
v4.4AFRO9BMI1I Page,,�BPAV
DFP PLANNING AND DESIGN
4797 HY 10 NE ARDEN RILLS, MN 55112 USA Phone: 636-6889
BFAM P
-------------------------
-----------------------------------------------------------------------------------------
______
Name: DFP KANNING AND DESIGN Proiei.t Name: 960315 Page Titi?:
Based on Allowable Stress Design (:ASDi UBC building code. for TJM products available through Distn:;:! ;rr
------------------------------------------------------------------------------------------------------------------------
Applicah og...... .. Floor - Res. Defleclior kriteria (MR) Member Us..e. . ... .... ... BEAM
Load Classification....... Floor ! Def TL Deft Member Top S n%fi.i.. 0.000
Load Duration Factor....... 1.00 Span 1 1 360 L/240 Roof Slope(.!: fl ' .. . ...... 0.000
Live Load(psf). ............ 40.0 Floor Deck g. . . ........ ... NiA
Dead Load(psf)............. 15.0 Repetitive Member Use,....... NIA
Tributary Width('-').... 1- 0.00 Reinforced Overhangs..... ... N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
I UnitSplfj Floor 1.00 0'- 0.00' 2'- 3.00' 1220 578 Add
2 Unifttplf Floor 1.00 2'- 3.00' 3'- 0.00' 480 300 Add
3 Conc(lbs) Floor 1.00 2'- 3.00' 0 6124 Add
3 Pcs of 1 . 75" x 7 . 25" Microllam'" ES I.VL 1 . 8E
---3-_ 0-
---- ---
------------------------------------------ S i Z E A N A ? S I S - A S D -----------------------------------------
This
---------------------------------------
This analysis for TJM 1)roducts only ! Substitution voids lhcs analysis .
IMPORTANT! The analysis presented below is output from software developed by Trus Joist NacxillaniTJN). TJM warrants
the sizing of its products by this software will be accoaplished in accordance with TJN product design criteria and code.
accepted design values. The specific product application; input design loads, and stated dimensions haa been providr;d
by the software user. This output has not been reviewed .y a TJN Associate.
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the Lop or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve. stability.
Note: See Residential Products Re(erenwe. Guide for multicie piv connection.
Maximum Design Allowable Control
Shear(Ib) 6720 6209 e 7232 116% RT end Span I under Floor loading
Moment(ft-Ib) 4802 4802 c 10672 2221% Mit) Span I under Floor icading
Live Defl.(in) 0.011 c 0.100 L/995+ M'J Span I under Floor loading
Total Defl.h n) 0.039c0-i50 L/928 Mil) Span I under Floor loading
-- --v
Span I
Max. Reaction Total(lb) 4231 6720
Live(Ib) 1821 1404
Required Brg. Lengthh n) 1.50(V) 2.130)
Max. Unbraced Length(in) 32
Copyright I" i '�5 by Trus Joist MacP,i',a ., a limited party !p. Boise, Idaho.
Microllam" ane -i-Beam" are tradem,-`Ls of Trus Joist Mach: ;•.n.
11-18-1996 T.J— B e a m T M Page I of 2
Y4.42 215003064 1111 TJBEAMC
DFP PLANNING AND DESIGN
4797 BWY 10 NF. ARDEN BILLS, MN 55112 USA Phone: 636-6889
BEAN Q
-----------------------------------------------------------------------------------------------
Name: DFP PLANNING AND DESIGN Project. Name: 960315 Page Title:
Based on Allowable St:ess Design (ASD) UBC building code for N8 products available 1hr(:ugh ;)istribution
--------------------------------------------------------------------------------------------------------------------------
Apolication...... . . Fiorr - Res, Deflection Criteria MR) Member Use........ ... . ... BEAM
Lcad Classification. ... ... Floor LL Deft Ti. De'I member Top Slope' in;rti... 0.0'30
Load Duration Factor.... ... 1.00 Span i L1360 ; %'_4G r Slope(inlfti.. 0.000
Live Load(psf)........ ..... 40.0 `rieor Decking........ . . ..... NIA
Dead Load(psf)........ ..... 15.0 Re.;ietltive Member Use....... NIA
Tributary Width('-').... I- 0.00 Reinforced Overhangs. . ...... NIA
LOAD: Class LDF Begin End Live Load Dead Load Comment
I Unif(plf) Floor 1.00 01- 0.00' 141- 6.00' 280 225 Add
Copyright '" 1995 by Irus Joist MacMillan, a limited partnership, Boise, Idaho.
Parallam"I is a registered trademark of Trus Joist MacMillan.
5eamT• is a tradema-'- c,r "'rus Joist MacM;i a,.
'aan!zed'" is a re —rt,' trademark or '': ''i • son Corporatic
( J — B un M Page 2 of 2
v4.42 215003064 Iill N BEAMC
DFP PLANNING AND DESIGN
4797 HYY 10 NE ARDEN BILLS, MN 55112 USA Phone: 636-6889
BEAN G
2 Pes of 1 . 75" x 14" Parallam ` R ' ES PSL 2 . 0E
14'- 6.00' --
------------------------------------------ S 2 E A N A i. Y S I S - A S D --------.---------------------------------
I
This analysis for TJM products only ! Subs 1. itut, ion voids this analysis .
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacHillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have b�.-n provided
by the software user. This output has not been reviewed by a TJM Associate.
Environment Consideration: CCA-SL 2 (19%(MC(28%); ABOVE GROUND EXPOSURE (TREATED). 28% MAXIMUM NC
Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by
TJM. Yolmanized"' CCA Parallam"' material bearing the Timber Products Inspection. Inc. quality mark is
warranted under joint agreements by TJM and Hickson Corporation.
e maximum unbraced length(s) shown are bast.d on the control Ii;) .ompressive forces ,n tither the top or bo! on edges
( the member. Latera. bracing needs to be rroper),v attached a;.d Positioned to achieve ;[ability.
Note: See Residential Products Reference G,iide for multiple ply coiinect.ion.
Maximum Design Allowable Control
Shear(lb) 4189 3515 ( 5779 164% RT. end Span I under Floor loading
Moment(ft-Ib) 15184 15184 ( 19556 129% MID Span I under Floor loading
Live Defl.(in) 0.281 ( 0.483 L/618 KID Span I under Floor loading
Total Defl.(in) 0.605 ( 0.725 L/287 MID Span I under Floor loadin
Span I
Max. Reaction Total(lb; 4189 4189
Live(lb) 2320 2320
Required Brg. Lengthkii) 4.53(Y) 4.53(V)
Max. Unbraced Length(in) 32
II
I
i
Copyright '° 1995 by Trus Joist MacMillan, a limited partnership, Boise; Idaho.
Parallan"' is a registered trademark of Trus Joist MacMillan.
5e.amr1 is a trademark of Trus Joist MacMi ian.
'uimanized"' is a re;:>[ered trademark of Ce Ilicksgn Corporation. �
03-11-1991i:::::ir Page 1 of 1
16:53:34 v4.50 1111
TJBEAMC
DFP PL.,11Nr4I rJG! & DESIGN
4797 HWY. 10 N.E. ARDEN HILLS, MN 55112 USA Phone: 636-6889
stair header
----------------------------
Name: DFP PLANNING & DESIGN Project Name: 960315 Page Title:
Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application........ Floor - Res. Deflection Criteria (MR) Member Use......... ........ BEAM
Load Classification....... Floor LL 0� l TL Oefl ' Member Top Slope( _n/ft)... 0.000
Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof SloPe(in/ft ;......... 0.000
Live Load(psf)... .. ........ 40.0 Floor Decking.... .......... N/A
Dead Load(psf)............. 15.0 Repetitive Member !'se....... N/A
Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A
LOAD: Class LDF Begin End Live Load Dead Load Comment
1 Conc(lbs) N/A N/A S'- 6.00' 0 2200 Add
2 Unif(plf) Floor 1.00 0'- 0.00' 9'- 6.00' 40 15 Add
3 Unif(plf) Floor 1.00 9'- 6.00' 23'- 6.00' 54 20 Add
3 Pcs of 1 .75" x 11 .875" MicrollamTM ES LVL 2 .0E
23'- 6.00'
------------------------------------------ S I Z E A N A L Y S I S - A S D -----------------------------------------
This anal is for TJM r,, oducts or,] ' Substitut. in voids thi_� analysis .
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
i
The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Note: See Residential Products Reference Guide for multiple ply connection.
Maximum Design Allowable Control
Shear(lb) 3259 3133 ! 11845 3781 LT. end Span 1 under Floor loading
Moment(ft-lb) 16509 16509 ( 30119 1821 HID Span 1 under Floor loading
Live Defl.(in) 0.429 ( 9.783 L/658 MID _.pan I under Floor loading
Total Defl.(in) 1.143 ( 1.175 L/247 M. span 1 under Floor loading
Span i
Max. Reaction Total(lb) 3259 2196
Live(lb) 998 1078
Required Brg. Length(in) 1.50(W) 1.50(W)
Max. Unbraced Length(in) 32
Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA.
MicrollamrM and TJ-BeamrM are trademarks of Trus Joist MacMillan.
DATE TIM
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED _3- i -97 3 d
PERMIT NO. 0 ' ,COMPLETED �_ �1
ADDRESS / 1. �a
OWNER CON
TELEPHONE NO. �' _ Y6 5-,2 "
DESCRIPTION
FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
�02FR7WIIFl� 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
Q 07 DEMO--FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
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OU BEFORE COVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
G CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contract r s'
Inspector.
White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN '�S" �7
INSPECTION NOTICESCHEDULED S= 3 C
PERMIT NO. 9J/va COMPLETED t n
ADDRESS 5_,2-5
OWNER CONTR. ZI4tXz4t-?
TELEPHONE NO. JC S—_2
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
W
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CC
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�OORK SATISFACTORY:PROCEED
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O 11 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next'nspection 24 hours in advance.473-7357
Owner/Contract t :
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATETIME
CITY OF ORONO CALLED IN -07' B.fX AI
INSPECTION NOTICE SCHEDULED 7 -70`97 Od a
PERMIT NO. 010 COMPLETED 7 `7—'1]
ADDRES:4U2
OWNERS CONTR.
TELEPHONE NO. 3J '�7y/S/ ,�4,,,
DESCRIPTION
Q. 01 F0�3FIN1}�
FRA11 MECHANICAL RI 18 EXCAV/GRADINd/FIWNd
MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
CC
W
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C� Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
Cl CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on s'ten
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN 1- 7 -97
INSPECTION NOTICE SCHEDULED 9 -// // &V
PERMIT NO. Z8 Z 2- COMPLETED IT-
ADDRESS
OWNER 16'4-005 � CONTR. .16/
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSU� 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
W 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
CC
W
QC
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ORK SATISFACTORY:PROCEED C PROJECTCOMPLETE
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BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContract n site•
Inspector.
White Copyanspector's File Canary Copy/Site Notice
D49TE TIME
CITY OF ORONO CALLED IN /r/.-3 1i 7
INSPECTION NOTICE. SCHEDULED 111-11-9 -7 '3 v
PERMIT NO. COMPLETED
ADDRESS q?,5.2_'5 i ��
OWNER 6zr ' i_e_l ,p CONTR.
TELEPHONE NO. '7O O S 7J�
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 W D. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
W
C
cc
O
O
0;
O
LL
W
cc
Q
f2
Z
W
W
cc
L �
WORK SATISFACTORY:PROCEED ROJECTCOMPLETE
W CCORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O C.CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. rpH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the nTt inspection 24 hours in advance.473-7357
OwnedContr o site:
Inspector.
White CopylInspector's File Canary Copy/Site Notice